Buckling of thick skew plates

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Author(s)

Detail(s)

Original languageEnglish
Number of pages20
Publication statusPublished - Sept 1992
Externally publishedYes

Publication series

NameResearch report /​ Department of Civil Engineering, University of Queensland
ISSN (Print)0159-1185

Abstract

The paper considers the elastic buckling of thick skew plates. Up to now, very little work has been done on this subject and the paper aspires to fill this gap. Based on the principle of stationary total potential energy and the recently developed pb-2 Rayleigh-Ritz method as a solution procedure, buckling solutions for skew plates of various aspect ratios, skew angles and boundary conditions are determined. The tabulation of these results, not available thus far, should be useful to designers and researchers who may use them as benchmark values to test the validity and convergence of their numerical techniques and softwares for thick plate analysis.

Citation Format(s)

Buckling of thick skew plates. / Kitipornchai, S.; Xiang, Y.; Wang, C. M. et al.
1992. 20 p. (Research report /​ Department of Civil Engineering, University of Queensland).

Research output: Scholarly Books, Monographs, Reports and Case StudiesOther research report